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- [1] TOP-AND-SEAT-ANGLE CONNECTIONS AND ENDPLATE CONNECTIONS - SNUG VS FULLY PRETENSIONED BOLTS 1989 NATIONAL STEEL CONSTRUCTION CONFERENCE: FABRICATORS & ENGINEERS WORKING TOGETHER, 1989, : 69 - 97
- [2] BEHAVIOR AND STRENGTH UNDER MONOTONIC AND CYCLIC LOADING - TOP-AND-SEAT-ANGLE CONNECTIONS AND END PLATE CONNECTIONS 1989 NATIONAL STEEL CONSTRUCTION CONFERENCE: FABRICATORS & ENGINEERS WORKING TOGETHER, 1989, : 105 - +
- [3] TOP-AND-SEAT-ANGLE CONNECTIONS AND END-PLATE CONNECTIONS - SNUG VS FULLY PRETENSIONED BOLTS ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1991, 28 (01): : 18 - 28
- [4] Top-and-seat-angle connections and end-plate connections: snug vs. fully pretensioned bolts Engineering Journal, 1991, 28 (01): : 18 - 28
- [6] Behaviour and modeling of Top & Seat and Top & Seat and Web angle connections CONNECTIONS IN STEEL STRUCTURES III: BEHAVIOUR, STRENGTH AND DESIGN, 1996, : 289 - 298
- [7] Cyclic load tests and analysis of bolted top-and-seat angle connections JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2003, 129 (12): : 1615 - 1625
- [9] Test study of top and seat angle connections to the weak axis ISISS '2007: PROCEEDINGS OF THE INNOVATION AND SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2008, : 724 - 732